Investigation on equivalent impact load scheme of moving variable load for large engineering structure

In this paper an analytic solution of Winkler beam under the action of variety-velocity moving loads was given based on Fourier transform and the theorem of residue.

Response of beams on poroelastic half-space soil medium to moving load;

Analysis of elastic plate resting on Winkler foundation subjected to moving load by isoparametric element method;

Dynamic response analysis of arch bridges under moving load;

Research on dynamic characteristics of slab track-roadbed systems with soft rock as embankment filling under high speed moving load;

Vibration response of a moored multi-span uniform floating bridge under a moving load;

Research on flexibility calculation theory about overlay system of rigid pavements under moving load;

Dynamic response of single pile embedded in saturated poroelastic half space subjected to moving loads;

Dynamic response of infinite plate on poro-elastic subsoils under moving loads;

Steady-state response of infinite plate on Kelvin foundation subjected to moving loads;

The dynamic displacement and connection forces characteristics of a floating bridge with nonlinear connecters subjected to moving loads were investigated.

Based on the dynamic differential equation, the calculating methods of the continuous and hinged elastic base beams under the action of moving loads with uniform speed are studied in the paper.

By using the knowledge about shear diagram, moment diagram and extreme value of quadratic function, this paper discusses on the calculating method of maximum shear and maximum moment of simple-supported beam under moving loads.